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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.4 LAccepted-AOC 5C H M APARTMENT SATI JAYMATI ROAD ATHGAON KAMRUP ASSAM 781001 | KAMRUP METRO | ASSAM | 781001 | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹43.0 L+₹1.5 L (3.60%)Rejected-Finance OPP BSF GATE NO 3 AZARA GUWAHATI 17 ASSAM | L2 | Rejected-Finance Not Validated (Other than lowest bidder) | |
| 3 | L3₹43.1 L+₹1.6 L (3.92%)Rejected-Finance MES COLONY KUMBHIGRAM AIRPORT CACHAR ASSAM 788109 | KUMBHIGRAM | CACHAR | ASSAM | 788109 | L3 | Rejected-Finance Not Validated (Other than lowest bidder) | |
| 4 | L4₹43.1 L+₹1.6 L (3.92%)Rejected-Finance 0 PRAGATIPUR DHARMA SARMA PATH BIRUBARI KAMRUP ASSAM 781016 | KAMRUP METRO | ASSAM | 781016 | L4 | Rejected-Finance Not Validated (Other than lowest bidder) | |
| 5 | L5₹44.2 L+₹2.7 L (6.60%)Rejected-Finance | L5 | Rejected-Finance Not Validated (Other than lowest bidder) |
Tender Value
Refer Docs
EMD Value
₹76,840
Closing Date
24 Jun 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE GUWAHATI
GE GUWAHATI, PO SATGAON, DISTT KAMRUP - 781027
PROVN OF SEPTIC TANK AND SOAK WELL INCLUDING SEWAGE LINE FOR MES COMPLEX AT BASISTHA UNDER GE GUWAHATI
2024_MES_657716_1
GE/GUW/18/8439 OF 2024-25
Open Tender
Civil Works
Item Rate
180 days
GUWAHATI
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE GUWAHATI
₹76,840
Yes
31 Aug 2024
4 Jun 2024
26 Jun 2024
4 Jun 2024
24 Jun 2024
18 Jun 2024
4 Jun 2024 - 11 Jun 2024
Amount
Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc1.5 m in depth and getting out in soft/ loose soil complete all as specified & directed.
Excavation in trenches, n exc 1.5 m wide , exceeding 1.5 m deep and not exceeding 3.00 m deep; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc1.5 m in depth and getting out in soft/ loose soil complete all as specified & directed.
Excavation over areas n. exc 1.5 mtr deep in soft/loose soil and getting out soft/loose soil complete all as specified and directed.
Excavation over areas exceeding 1.5 m deep and not exceeding 3.00 m deep in soft/loose soil and getting out soft/loose soil complete all as specified and directed.
Excavation over areas exceeding 3.00 m deep and not exceeding 4.50 m deep in soft/loose soil and getting out soft/loose soil complete all as specified and directed.
Removing excavated surplus materials (Soils) to a distance not exceeding 50 mtr and deposited where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in soft/loose soil, complete all as specified and directed.
Material and Labour for PCC (1:4:8) type D-2, using 40mm graded stone aggregate as in foundations, filling and mass concrete, complete all as specified and directed.
Material and Labour for brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6 m mean radius built in CM 1:4 complete all as specified and directed.
Material and Labour for brick work with sub class- B bricks, straight or curved on plan to any radius in half brick thick walls, built in CM in 1:4 complete all as specified and directed.
Material and Labour for 15mm thick rendering in CM 1:4 on fair faces of brick work or concrete surfaces of walls finished even and smooth without using extra cement complete all as specified and directed.
Material and Labour for 15mm thick plastering in CM 1:4 on other than fair faces of brick masonry surfaces , finished even and smooth without using extra cement complete all as specified and directed.
Material and Labour for preparing newly plastered surfaces and applying three coats of white wash on walls complete all as specified and directed
Supply and fixing for frame work such as grills, grating etc., with ends bars shouldered and / or riveted or forged into spikes, framed guard bars, barred iron doors ladder, frame balusters, walk ways, railing, frame work or water tanks and similar work confirming to Fe 290 Gde E-165 complete all as specified and directed.
Supply and fixing of 100mm bore cast iron(sand cast), soil, waste and vent pipe in any length with or without ears with cement joints on walls complete all as specified and directed.
Supply and fixing of cast iron cowls 100 mm dia, complete all as specified and directed.
Material and Labour for reinforced cement concrete (nominal mix) 1:2:4 type B-1 (using 20 mm graded stone aggregate) as slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
Material and Labour for reinforced cement concrete (nominal mix) 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in beams, cantilevers, bressummers and lintels over 1.5m span complete all as specified and directed. Note :- Reinforcement and formwork shall be measured and paid for separately under respective items of the BOQ.
Material and Labour for TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed.
Material and Labour for TMT bars 6 to 8 mm dia, cut to length, bent to shapes required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
Material and Labour for Use and waste of flat formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick (Horizontal or sloping) for rough finished surfaces of concrete complete all as specified and directed.
Material and Labour for use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc.complete all as specified and directed.
Material and Labour providing precast cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in landings, cover slabs (for man holes, drains etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces joint as directed and setting in CM 1:6 complete all as specified and directed. Note :- Reinforcement shall be measured and paid for separately under respective items of the BOQ.
Material and Labour for loose filling of broken bricks n. exc 63 mm size complete all as specified and directed.
Material and Labour for 25mm thick Cement concrete type B-0,1:2:4(12.5 mm graded aggregate) as in sub base,finishing cement concrete surface even and smooth without using extra cement, complete all as specified and directed.
Material and Labour for UPVC Pipe(SCH-40)150mm dia drain pipe laid in trenches after they are laid and tested complete all as specified and directed.
Material and Labour cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) for bed to 150mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.
Material and Labour for hard core of broken stone or boulders of gauge n.exc 63 mm, deposited, spread & levelled in layers n.exc 15 cm thick watered & rammed to true surface complete all as specified and directed.
Demolition of unreinforced cement concrete in any position not otherwise specifically provided for complete all as specified and directed.
Material and Labour for 100 mm thick PCC (1:4:8) type D-2, using 40 mm graded stone aggregate as in sub base, complete all as specified and directed.
Material and Labour for 70 mm thick cement concrete in 1:2:4 type B-1 20mm graded stone aggregate as in flooring, paving etc., finishing surface even and smooth complete all as specified and directed.
Material and Labour for prepolished chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors over and including 15mm thick screed bed or bedding layer in CM (1:6) complete all as specified and directed.
Material and Labour for 60mm thick precast interlocking paving blocks factory casted using grey cement, machine pressed confirming to IS-15658-2006 and of shape hexagon/ triangular/ zigzag/ I-shaped etc. as directed having compressive strength not less than 350 Kg/ Sqcm laid over and including 50mm thick layer of sand cushioning including filling the interstices with & including sand complete all as specified and directed.
Material and Labour for cement concrete (1:3:6) type C-2 in concrete bed to drain pipes including forming cradles;for 150mm bore of drain pipe complete all as specified and directed.
M/s Dhani Enterprise
Goswami Traders
D.B ENTERPRISE
JITU ENTERPRISE
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